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The membrane forces are included in the hydroelastic analysis of a floating plate undergoing large vertical deflections in regular monochromatic multidirectional waves. The first-order vertical displacements induced by the linear wave exciting forces are calculated by the mode expansion method in the frequency domain. The second-order vertical displacements induced by the membrane forces are calculated by the von Karman plate theory. The results show that the membrane contribution both in terms of the axial stresses and the effect on the bending stresses can be important. 相似文献
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Subsea pipelay has a relatively long history. In recent years, there has been a domestic need for the laying of large diameter thin wall pipes. A land-based trial for the large diameter thin wall specimen pipe is described in this paper. Re-gression analysis is performed for the trial data and the formula derived can express the trial data very well. Numerical analysis is adopted to compute various trial conditions. Then the numerical model is revised with the trial results, which are consistent with each other. After summarization of the results of trial and numerical analysis, the characteristics are described of the spatial configuration during the laying of the pipe and it is concluded that the maximum strain appears around the center of the raised pipeline. In the end, a reference Standard, which limits the maximum stress below the yield stress is provided. 相似文献
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根据体谐函数一阶、二阶水平导数（广义球函数）也是球面正交函数系的性质,详细推导了水平重力梯度边值问题的级数解.根据扰动位与重力场元的微分关系,导出了由水平重力梯度计算重力异常、垂线偏差的公式.完善了全张量重力梯度的有关应用. 相似文献
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运用 He- Ne激光束偏转技术研究金属表面被脉冲 Nd:YAG激光烧蚀时在空气中所产生的冲击波。给出了冲击波前锋的传播轨迹。研究表明 :在近距离处 ,冲击波的传播轨迹接近于强爆炸波轨迹 ;冲击波波速明显大于空气中声速 ;随着传播距离增大 ,冲击波波速逐渐趋近于声速。 相似文献
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卫星测高中的垂线偏差法 总被引：6，自引：0，他引：6
卫星测高中的垂线偏差法是当前利用卫星测高技术研究海洋重力场的最优方法,包括利用卫星测高数据计算垂线偏差和利用该垂线偏差确定海洋重力场两部分。研究了Sandwell、Olgiafi、Hwang测高垂线偏差的计算方法和Molodenskii、Hwang利用测高垂线偏差确定海洋重力场的基本原理,分析比较了上述方法的异同,为科学地利用卫星测高资料反演海洋重力场提供理论依据。 相似文献
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Modulus of Subgrade Reaction for Laterally Loaded Piles in Multiple Layered Foundation 总被引：1，自引：1，他引：1
Lu Ziai
Associate Professor Dept. of Navigation Ocean Engineering Hohai University Nanjing 《中国海洋工程》1997,(4)
-According to the field test data of laterally loaded steel piles at home and abroad,an empiri-cal formula for evaluating the modulus of subgrade reaction under static load in layered soil is proposed.The suggested formula takes account of not only non-linearity of K_s with the depth but also its variationwith the load.It is shown that the computed bending moments along the pile shaft and the deflection atthe pile top are consistent with the measured ones. 相似文献
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Numerical Solution of Membrane Forces for A Free-Free Floating Plate with Large Deflection 总被引：1，自引：0，他引：1
1 .IntroductionVerylargefloatingstructures (VLFS)haveattractedconsiderableattentionrecentlyduetoitspo tentialuseintheexploitationofoceanresourcesandintheutilizationofoceanspaces (Cui,2 0 0 2 ) .Owingtoitslargesizeandrelativelysmallthickness ,theinfluenceofelasticdeformationonthehydro dynamicresponseisimportant.Thisisknownashydroelasticity .Threedimensionallinear (Wu ,1 984;PriceandWu ,1 985)andnonlinear (Chenetal.,2 0 0 3)hydroelasticityiswellappliedtotheanalysisofthreedimensionalshipsando… 相似文献
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An experimental research was conducted to determine the corrosion and bearing capacity of a reinforced concrete (RC) slab at different ages in a marine environment. Results show that the development of corrosion-induced cracks on a slab in a marine environment can be divided into three stages according to crack morphology at the bottom of the slab. In the first stage, cracks appear. In the second stage, cracks develop from the edges to the middle of the slab. In the third stage, longitudinal and transverse corrosion-induced cracks coexist. The corrosion ratio of reinforcements nonlinearly increases with the age, and the relationship between the corrosion ratio of the reinforcements and the corrosion-induced crack width of the concrete is established. The flexural capacity of the corroded RC slab nonlinearly decreases with the age, and the model for the bearing capacity factor of the corroded RC slab is established. The mid-span deflection of the corroded RC slab that corresponds to the yield of the reinforcements linearly increases with the increase in corrosion ratio. Finally, the mechanisms of corrosion morphology and the degradation of the mechanical properties of an RC slab in a marine environment are discussed on the basis of the basic theories of steel corrosion in concrete and concrete structure design. 相似文献
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船舶监控系统中实现了船只航迹线的动态绘制，发过程中涉及到偏转角度算法和距离插值两个核心算法，视化表现方面取得了良好的效果。系统能够根据船只航行方向动态显示航行轨迹，程序开系统开发实践表明，这两个算法的合理应用在航迹线可 相似文献
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采用轻质高强铝合金材料设计舟桥的甲板时,其强度计算是初始设计者最为关心的问题之一.本次研究的舟桥甲板采用三层夹心板的结构形式,其横向分布载荷下的挠度和应力的求解问题与一般的单层板不同,虽然可以用有限元法对此进行结构计算,但在初始设计阶段使用该法的计算量大,不方便应用.本文旨在寻求在横向分布载荷作用下,简支条件时,夹心甲板的挠度和应力的解析解,并与有限元计算相比较,为舟桥甲板初始设计提供良好的基础理论. 相似文献
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利用Karman关于板的大挠度理论,考虑涡电流在板中引起的Lorentz力,导出了在横向磁场和横向载荷共同作用下薄板的非线性运动方程.借助Bubnov-Galerkin法将非线性偏微分方程转化为含三次非线性项的常微分方程.在定性分析的基础上,利用次谐轨道的Melnikov函数给出了发生Smale马蹄型混沌运动的阈值条件,进而数值计算了系统的分岔图、相应的相图、Poincaré映射和时程曲线,给出了混沌运动的数字特征.分析结果表明:磁感应强度和外载荷都会影响系统的振动特性. 相似文献
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This paper investigates the phenomena of wave refraction and diffraction in the slowly varying topography, as well as the current deflection due to wave actions. A numerical model is developed based on depth integrated mean continuity equation and momentum equations, and a 3rd-order wave equation which governs the wave diffraction, refraction and interaction with current. Examples to examine the above model are given comparing with the laboratory data or the numerical results of other researchers. An example simulating the inlet area shows the interesting velocity field which may be used as a pioneer to further study on the nearshore hydrodynamics and sedimentation. 相似文献
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Most offshore and coastal structures are supported by pile foundations, which are subjected to large lateral loads due to wind, wave, and water currents. Water currents can induce scouring around piles that reduces lateral capacity and increases lateral deflection of a pile. Current design methods mostly consider the complete removal of soil layers around piles by scouring. In reality, however, scouring creates scour holes at different shapes, sizes, and depths. Their effects on the behavior of laterally loaded piles are not well investigated. A numerical model of a single pile in soft marine clay was first calibrated against field test data without scour. Then several key factors of scour were analyzed, such as the depth, width, and slope of the scour hole and the diameter and head fixity of the pile. The relationships of the ultimate lateral capacity of the single pile with the depth, width, and slope angle of the scour hole were obtained. The numerical results show that the scour depth had more significant influence on the pile lateral capacity than the scour width. In addition, the pile with a free head was more sensitive to scour than the pile with a fixed head. 相似文献
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Based on the finite displacement theory of elastic shells, the postbuckling behaviour of submarine pipelines with residual stresses is investigated by using a new finite element formula. The corresponding complementary energy functional is first constructed, and then a geometrical stiffness matrix suitable for the postbuckling of a cylindrical shell is derived. In this matrix the effects of initial stresses and harmonic coupling terms have been considered. The formulation presented in this paper can be used to solve a significant class of problems in the analysis of elastic shells. 相似文献
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面板局部屈曲的船体双层板架整体屈曲分析 总被引：1，自引：0，他引：1
首先应用von-Kurman大挠度薄板方程，对有初挠度的船体板进行后屈曲特性分析，以此为基础，导出屈曲后板的减缩有效宽度，进而用减综有效宽度作为双层板架中受压纵杵的带板宽度，将双层板架模型化为四边弹性转角约束的正交异性板，考虑横向剪切变形的影响，提出了一种求解双层板架临界应力的方法。 相似文献